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| 1 | Cleaning of the chocked/blocked sewage lines of any bore through mechanically by Jet Machine or any mechanical means between manholes and removing muck sludge/silt/liquid mud etc (incl foul position) from pipes including taking down cover slab of any type, thickness and size carefully and refixing in same position after necessary cleaning and removing the cleaned sludge out side of MD land in sealed containers on same day, all as specified and directed not exceeding1.50 m depth. |
| 2 | All as per item No 1 here-in-before but exceeding 1.5 m and not exceeding 3 m depth. |
| 3 | Cleaning of the chocked/blocked manholes/Gully trap/Nahani Trap/Floor trap, not exceeding 1.5 m depth, mechanically by Jet Machine or any mechanical means opening the covers, removing liquid/sludge mixed liquid under any position including foul condition and cleaning the inlets and outlets etc with water, placing the cover back in position and dispoing off the same in sealed container on same day,out side of MD land complete all as specified and directed. |
| 4 | All as per item No 3 here-in-before but exceeding 1.5 m and not exceeding 3 m depth. |
| 5 | Demolition or breaking up drain pipes150 mm internal dia of bore (salt glazed ware AC or reinforcedconcrete) set in cement mortar includingbreakingand removal of bedding and hunchingcomplete. |
| 6 | -ditto as as per item No-5 here-in-before but 200 mm internal dia of bore |
| 7 | M&L cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in bed to drain pipes of 150 mm bore including packing under and haunching against the sides of pipes after they are laid and tested as specified. |
| 8 | -ditto as as per item No-07here-in-before but 200 mm internal dia of bore |
| 9 | M&L for Reinforced concrete pipes of dia 150mmclass NP2, laid and jointed complete with collars |
| 10 | -ditto as as per item No-09here-in-before but 200 mm internal dia of bore |
| 11 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including allquoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles by mechanical/through labourers complete all as directed . |
| 12 | Brick work with sub class ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed. |
| 13 | All as per item No 12 above but exceptbricks. |
| 14 | M&L plain cement cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in coping including necessary form work complete all as specified and directed. |
| 15 | Taking down cement plaster on Brick or Stone walls etc including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed. |
| 16 | M & L rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement plaster 1:6, finished even and smooth without using extra cement complete all as specified and directed. |
| 17 | Demolition of reinforced cement concrete of any descrption and in any position not otherwise specially provided for complete all as specified. |
| 18 | S&F in repairs SFRC drain /manhole cover heavy duty of over all size 1200X450mmx100mm factory made complete all as specified and directed Note : Contractor shall provide manufacturing test certificate for SFRC Cover and frame before the placing the cover slabs . |
| 19 | ditto- as per Sl No 18 -here but circular type of Dia 900mm complete all as specified and directed |
| 20 | M&L for earth work in excavation of all kind of soil by mechanical means (Hydraulical excavator)/manualy in foundationtrenches or drains/laying of sewage pipeor similar work (not exceeding 1.5 in depth and width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5mtr complete all as specified and directed. |
| 21 | All as per item No 20here-in-before but exc 1.5depth and nexc 3.00 m depth. |
| 22 | M&L for PCC 1:4:8 type D-2 as in base or foundation filling and mass concretecomplete as specified and directed. |
| 23 | M&L PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as surfaces channel and drains. |
| 24 | M & L 75 mm thick cement concrete type C-2, 1:3:6 mix, (20 mm graded aggregate) as in plinth protection, including finishing even & smooth without using extra cement, complete all as specified and directed. |
| 25 | M&L 40mm thick PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in flooring even and smooth without using extra cement complete all as specified and directed |
| 26 | S&F of Glass dividing strips,having 3 mm thick and 38mm width of strips complete all as specified and directed |
| 27 | Extra for forming fair finished drain or channel up to 45mm inner girth in cement concrete, using extra cement including forms, moulds,/stopped ends etc. complete all as specified and directed |
| 28 | Cutting into existing manholes for connecting new drain of 150 mm dia and over, making good to pipes and rendering, cutting out existing benching for and forming branch channel (½round or ¾section) in cement concrete 1:2:4 type B-1, smooth finished, and reforming benching as required, complete all as specified and as directed. |
| 29 | Dismantling of cast iron drain pipes 100 mm dia, jointed in cement mortar and taking out of trenches, if required, complete all as specified and as directed. |
| 30 | Dismantling of cast iron drain pipes 75 mm dia, jointed in cement mortar and taking out of trenches, if required, complete all as specified and as directed. |
| 31 | S&F cast iron soil, sand cast pipes of 100 mm dia waste and vent pipes in any length with or without ears, with cement joints, fixed to walls complete all as specified and directed . |
| 32 | All as per item No 31 above but 75 mm dia. |
| 33 | S&F 75 mm bore, cast iron bends any radius complete all as specified and directed . |
| 34 | S&F 100 mm bore, cast iron bends any radius complete all as specified and directed . |
| 35 | S&F in repairs PVC (SWR) pipe, 110 mm dia, single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed. |
| 36 | All as per item No 35here-in-befor but 75 mm dia. |
| 37 | S&F PVC (SWR) bends 110 mm dia complete all as specified and directed . |
| 38 | All as per item No 37 but 75 mm dia complete all as specified and directed. |
| 39 | Demolition of Plain Cement concrete of any description at any positionof anythickness including breacking/demolishing by mechanical means such as electric Breaker/Pneumatic Breaker/Hydraulic Breaker as per the site condition/requirementsand removing the debriesOut side the MD Land complete all as specified and as directed. |
| 40 | M & L for 75 mm thick cement concrete type D-2 (1:4:8)using 40mm graded aggregate as in sub base to floor finished rough to receive finishes. complete all as specified and as directed by the Engineer-in-Charge |
| 41 | M&L Providing and laying 60mm thick factory made chamfered edge cement concrete paverblock of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed. |
| 42 | M&L for plain cement concrete type B1 (1:2:4) (using 20 mm graded stone aggregate) around the interlocking tiles/becnhing and haunching complete all as specified and directed. |
| 43 | Dismantling asbestos cement (corrugated, semi-corrugated, etc) sheets in roof coverings complete all as directed. |
| 44 | Dismantling timber scantling, unframed, 40 sq cm and over in section in any position. |
| 45 | M&L for rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to comman rafters and running rails and guided for sliding doors, frame work for chajjas/rain gaurd, fixed with angle cleats or other connecting plaste including cutting, welding etc Fe-410-W (Gde-E-250) quality \"A\" complete all as specified and directed. |
| 46 | Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified |
| 47 | Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws |
| 48 | Material and labour for preparation of newly or previously untreated steel or iron surfaces and applying two coats of synthetic enamel paint over a coat of red-oxide primer complete all as specified and directed. |
| 49 | Returning filling in including spreading, leveling, watering and well ramming in layers not exceeding 25cm. |
| 50 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point and disposing the soil in low lying area completed all as diected by Engr-in- Charge. |
| 51 | Dismantling of wrought iron or mild steel work of any description not otherwise provided forcomplete all as specified and directed. |
| 52 | Material & Labour in repairsfor providing and fixing stainless steel (Grade 304) railing / grills / gates made of hollow tubes,channels, plates etc., including welding, grinding,buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement including making hole or cutting through stone/ brick masonry and making good/packing with cement mortar in CM 1:3 complete specified and directed |
| 53 | S&F in repair vitreous china wash down water closet pedestal pan white excluding flushing cistern and flush pipes but including seat cover, jet spray to make the system fully functional and fixing in lean cement concrete complete all as specified and as directed . |
| 54 | S&F in repair vitreous china wash hand basin, white, flat back,size 550x400 mmincluding taps waste, chian and plud and percelain stopper but including brackets and cuttning for and pinning in ends of brackets or errecting stand complete all as specified. |
| 55 | S&F in repair vitreous china squatting pan `Orissa \" pan pattern size 580x440mm white `P\" or `S\" trap front back inlet ( excluding flushing cistern and flush pipes) complete all as specified and directed. |
| 56 | Note for Item No 1 to 55:-(a) The contractor shall be employee adequate numbers of of tradesman/labour for timely completion of the complaint as per time frame given below :-(i) Priority-I : Complaints pertains to blockage of WC/EWC upto first manhole and blockage Kitchen Traps/WHB Floor traps etc will be attended on priority-I and the same will be completed within 4 to 8 hrs. (ii) Priority-II : Complaints pertains to major leakage of sewage water and blockage of sewage uptofirst manhole, placing of manhole cover after cleaning, will be attended on priority-II and the same will be completed within 24 hrs. (iii) Priority-III : Complaints pertains to renewal/replacement of sewage line/gutters will be attended on priority-III and the same will be completed within one week. (iv) Contractor or his supervisor shall collect the complaint/job cardfrom JE concerned between 0900 hrs to 1000 hrs on all working days and deposited the same after completion of job duly signed by user/occupants on next day.(v) Summary of complaints will preparedby the contractor and put up to Engineer-in-Charge last date of every month.(vi) If contractor shall not attend the complaint as per time frame given in Para (i) to (iii), Rs 50/- per complaint per hour per day for Seial No (ii) & (iii) above will be recovered from the RAR/Final bill. |